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Tender ID
Tender Value
₹2.4 Cr
EMD Value
₹3.6 L
Closing Date
5 Feb 2026, 9:30 pmClosed
Public Works Department
EE PWD Dharwad
Improvements to Navalgund Saunshi via Chillakwada Nalavadi Chakalabbi SH-266 from CH km 14.00 to km 17.00 (Selected Reaches) in Annigeri Taluk of Dharwad District.
PWD/2025-26/RD/WORK_INDENT31507
PWD/2025-26/RD/WORK_INDENT31507
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Dharwada
9 documents required · 9 mandatory
Total value of civl engineering works executed and payments received in the last five years (year-wise)
List of existing commitments and ongoing works
List of works for which tenders already submitted
Banker Details for reference
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years
Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded
List of Financial Resources with Certificates
3.2 B To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e. 2020-21, 2021-22, 2022-23, 2023-24 & 2024-25 Satisfactorily completed at least 50 Percent of the contract value as prime contractor at least one similar work such as Improvements to Asphalt /CC Road works of value not less than Rs. 120.00 Lakhs.
To qualify for the award of this contract, each Tenderer in its name should have in the last five years i.e. 2020-21, 2021-22, 2022-23, 2023-24 & 2024-25 executed in any one year the following minimum quantities of work 1.Earthwork Excavation/ Subgarde/Embankment -5600.45 Cum 2.GSB-799.20 Cum 3. WMM/WBM-910.00 Cum 4.Asphalt work(including BM/DBM/BC/SDBC)/MSS-291.20 cum 5.PCC/RCC/PQC- 666.21 Cum
The Tenderer should be a PWD Registered Class II & above contractor
as per this note, each tenderer should demonstrate availability of few key equipments / machinery for execution of the work. However as per Govt circular no GO-FD/ AE 263/EXP12-2022 dt 11-05-2022, this clause for owning key equipments for works costing up to Rs.3.00 crores is exempted.
Any Deviation/Error/mistake found in units of items, they should be read as in the Unified SR 2023-24(Continued 2024-25 Issue Rates) and subsequent Corrigendums and the rates shall be quoted accordingly
Liquid assets and/or availability of credit facilities of not less than Rs 120.00 Lakhs Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc. LOC should be in prescribed format-2, if not, then the tender will not be accepted.
3.2 b.To qualify for the award of this contract, each Tenderer in its name should have in the last five years i.e. 2020-21, 2021-22, 2022-23, 2023-24 & 2024-25 Achieved in at least Two Financial years a minimum financial turnover(in all classes of civil engineering construction works only) of Rs 480.00 Lakhs (With UDIN Number)
Reports on the financial standing of the Bidder, such as profit and Loss Statement and Auditor Report for the last five years
Tearms and Conditions as per KW-4 Bid Document
₹5,000
₹3.6 L
17 Jan 2026
17 Jan 2026
6 Feb 2026
4 Feb 2026
4 Feb 2026
KW-4 QUALIFICATION CRITERIA FOR TENDERS
Improvements to Navalgund Saunshi via Chillakwada Nalavadi Chakalabbi SH-266 from CH km 14.00 to km 17.00 (Selected Reaches) in Annigeri Taluk of Dharwad District. PWD/2025-26/RD/WORK_INDENT31507
FOR TENDERS upto RS. 300.00 Lakhs
Tender amount ` 23999196.43 240.00 2 years For Milestone 1: 9599.68 Rs. per day
EMD 359987.95 360000 260000 For Milestone 2: 7199.76 Rs. per day
Completion period 6.00 100000/- Epayment For Milestone 3: 7199.76 Rs. per day
Annual turnover 480.00 82200.00 23999.20
Similar nature work 120.00
Liquidity assets(LOA) 120000.00 60.73 11999598.215
Estimated quantities 80%quantities
Order Item Details Base Rate Final Rate (Inclusive of all applicable taxes) Quantity Net Amount (Inclusive of all applicable taxes) 80% 15% Estimate Quantity
1 Category : Vol - 1 -Chapter -I- Earth Work --- 95 99.75 1020 101745 816 0.42
Item Code : 1.12 0.00 1. Earth work Excavation/EMB/Subgrage 5600.45 Cum 3192.00
Item Description : Mechanical Means - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth 0.00 408 2. WMM/WBM 910.00 Cum 1595.52
Unit : m³ 0.00 3. SDBC/BM/BC/MSS 291.20 Cum 7280.00
Rate Analaysis Performed ?: Yes 0.00 4.GSB 799.2 Cum
2 Category : Vol - 1 -Chapter -I- Earth Work --- 474 497.7 1116 555433.2 892.8 2.31 5.PCC/RCC 666.208
Item Code : 1.8 0.00 6.STEEL
Item Description : Manual Means - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. 0.00
Rate Analaysis Performed ?: Yes 0.00
3 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 25 26.25 120 3150 96 0.01 48 38.4
Item Code : 16.8.b 0.00
Item Description : Surface Drains in Soil - Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. - Mechanical Means. Ref to MoRT&H : IRC - 307 0.00
Rate Analaysis Performed ?: Yes 0.00
4 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 517.65 1874.4 970283.16 1499.52 4.04
Item Code : 3.6 0.00
Item Description : Construction of Subgrade and Earthen Shoulders - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Ref to MoRT&H : IRC - 305 0.00
Rate Analaysis Performed ?: Yes 0.00
5 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2476.95 999 2474473.05 799.2 10.31
Item Code : 4.2.B.v 0.00
Item Description : Granular Sub-Base - By Mix in Place Method - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 - For Grading -V Material. Ref to MoRT&H : IRC - 401 0.00
Rate Analaysis Performed ?: Yes 0.00
6 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2686.95 1137.5 3056405.62 910 12.74
Item Code : 4.17 0.00
Item Description : Wet Mix Macadam (Plant Mix Method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 0.00
Rate Analaysis Performed ?: Yes 0.00
7 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 41 43.05 4550 195877.5 3640 0.82
Item Code : 5.1.A.i 0.00
Item Description : Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Ref to MoRT&H : IRC - 502 0.00
Rate Analaysis Performed ?: Yes 0.00
8 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 12 12.6 4550 57330 3640 0.24
Item Code : 5.32 0.00
Item Description : Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Ref to MoRT&H : IRC - 503 0.00
Rate Analaysis Performed ?: Yes 0.00
9 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 9449 9921.45 227.5 2257129.88 182 9.41
Item Code : 5.12.C 0.00
Item Description : Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Ref to MoRT&H : IRC - 505 0.00 15.95
Rate Analaysis Performed ?: Yes 0.00
10 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 10954 11501.7 136.5 1569982.05 109.2 6.54
Item Code : 5.16.B.C 0.00
Item Description : Bituminous Concrete Grading II for traffic <20 MSA - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Ref to MoRT&H : IRC - 507 0.00
Rate Analaysis Performed ?: Yes 0.00
11 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 9000 9450 1 9450 0.8 0.04
Item Code : 8.54 0.00
Item Description : Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc, having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. Ref to MoRT&H : IRC - MoRTH 804 0.00
Unit : No. 0.00
Rate Analaysis Performed ?: Yes 0.00
12 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 556.5 246.6 137232.9 197.28 0.57
Item Code : 8.15 0.00
Item Description : Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Ref to MoRT&H : IRC - 803 0.00
Rate Analaysis Performed ?: Yes 0.00
13 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 8995 9444.75 2.7 25500.82 2.16 0.11
Item Code : 8.7 0.00
Item Description : Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref to MoRT&H : IRC - 801 0.00
Rate Analaysis Performed ?: Yes 0.00
14 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 2889 3033.45 2 6066.9 1.6 0.03
Item Code : 8.16.ii 0.00
Item Description : Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - Ordinary kilometer stone (precast). Ref to MoRT&H : IRC - 805 0.00
Unit : each 0.00
Rate Analaysis Performed ?: Yes 0.00
15 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 3562 3740.1 4 14960.4 3.2 0.06
Item Code : 8.5.iv 0.00
Item Description : Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 60 cm equilateral triangle 0.00
Unit : each 0.00
Rate Analaysis Performed ?: Yes 0.00
16 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 365 383.25 252 96579 201.6 0.40
Item Code : 8.43 0.00
Item Description : Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Ref to MoRT&H : IRC - MoRTH 806 0.00
Unit : No. 0.00
Rate Analaysis Performed ?: Yes 0.00
17 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 1161 1219.05 1850 2255242.5 1480 9.40
Item Code : 6.8.2 0.00
Item Description : Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H : IRC - IRC SP 63:2018 0.00
Rate Analaysis Performed ?: Yes 0.00
18 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 2212 2322.6 22.5 52258.5 18 0.22
Item Code : 8.29.i 0.00
Item Description : Cable Duct Across the Road - Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. - Single row for one utility service 0.00
Rate Analaysis Performed ?: Yes 0.00
19 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 719 754.95 81 61150.95 64.8 0.25
Item Code : 2.8.ii.a 0.00
Item Description : Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead - Lime /Cement Concrete - By Mechanical Means - Cement Concrete Grade M-15 & M-20 0.00
Rate Analaysis Performed ?: Yes 0.00
20 Category : Vol - 1 -Chapter -I- Earth Work --- 102 107.1 2942.16 315105.34 2353.728 1.31
Item Code : 1.14.1 0.00
Item Description : Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m 0.00
Rate Analaysis Performed ?: Yes 0.00
21 Category : Vol - 1 -Chapter -II- Concrete Works 0 5918 6213.9 181.2 1125958.68 144.96 4.69
Item Code : 2.1.3 0.00
Item Description : Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates 0.00
Rate Analaysis Performed ?: Yes 0.00
22 Category : Vol - 1 -Chapter -II- Concrete Works 0 69749 73236.45 31.78 2327454.38 25.424 9.70
Item Code : 2.11.h 0.00
Item Description : Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures 0.00
Rate Analaysis Performed ?: Yes 0.00
23 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 8818.27 651.56 5745632 521.248 23.94
Item Code : 2.4.2 0.00
Item Description : Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0.00
Rate Analaysis Performed ?: Yes 0.00
1 Item Code : 3rd year maintenance 36230 0.8 No --- 28984 892.8 0.12
Item Name : Road maintenance for 3rd year for road with DBM+BC as wearing coat: Maintenance of road for 3rd year by clearing and uprooting vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessory, Maintenance and painting of 200m and km stones, white washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance complete as per directions of engineer in charge. 0.00
2 Item Code : 4th Year Maintenance 64240 0.8 No --- 51392 892.8 0.21
Item Name : Road maintenance for 4th year for road with DBM+BC as wearing coat: Maintenance of road for 4th year by clearing and uprooting vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessory, Maintenance and painting of 200m and km stones, white washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance complete as per directions of engineer in charge. 0.00
3 Item Code : 5th Year Maintenance 87690 0.8 No --- 70152 892.8 0.29
Item Name : Road maintenance for 5th year for road with DBM+BC as wearing coat: Maintenance of road for 5th year by clearing and uprooting vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessory, Maintenance and painting of 200m and km stones, white washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance complete as per directions of engineer in charge. 0.00
Item Name : RCC Pole - 9 Mtr Long, 145 Kg WL 0.00
Item Name : PSCC Pole - 9 Mtr Long, 200 Kg WL 0.00
Item Name : PSCC Pole - 8 Mtr Long, 200 Kg WL 0.00
Item Name : R & R DP Structure with RCC Pole - 9 Mtr Long, 145 Kg WL 0.00
Unit : Set 0.00
Item Name : R & R RCC Pole - 9 Mtr Long, 145 Kg WL 0.00
Item Name : 11 kV, Horizontal Cross Arm with clamps, HTST supports, bolts, nuts and washers for RCC Pole - 9 Mtr Long, 145 Kg WL 0.00
Unit : Set 0.00
Item Name : LT 2 Pin Cross Arm with clamps, bolts, nuts for RCC Pole - 9 Mtr Long, 145 Kg WL 0.00
Unit : Set 0.00
Item Name : 11 kV, 5 KN Polymeric Pin Insulator (24 mm Dia FRP Rod) 0.00
12 Item Code : CDS-5 Item 9 66 20 No --- 1320 892.8 0.01
Item Name : 1.1 kV Pin Insulator with GI Pin 0.00
Item Name : R & R 11 kV, Horizontal Cross Arm with clamps, HTST supports, bolts, nuts and washers for RCC Pole - 9 Mtr Long, 145 Kg WL 0.00
Unit : Set 0.00
Item Name : R & R LT 4 Pin Cross Arm with clamps, bolts, nuts and washers for RCC Pole - 9 Mtr Long, 145 Kg WL 0.00
Unit : Set 0.00
Item Name : LT 4 Pin Cross Arm with clamps, bolts, nuts and washers for RCC Pole - 9 Mtr Long, 145 Kg WL 0.00
Unit : Set 0.00
Item Name : Rabbit ACSR Conductor 0.00
Item Name : R & R Rabbit ACSR Conductor 0.00
Item Name : Weasel ACSR Conductor 0.00
Item Name : R & R Weasel ACSR Conductor 0.00
Item Name : Guy Set Complete with No. 15 Strain Insulator 0.00
Unit : Set 0.00
Item Name : Guy concreting with Boulders, Mud and Sand 0.00
Item Name : DP Transformer Structure using RCC Pole - 9 Mtr Long, 145 Kg WL 0.00
Item Name : Earthing materials pipe type for grounding (Single Electrode with accessories) 0.00
Unit : Set 0.00
Item Name : R & R a) LT Protection Kit for 100 kVA 0.00
Item Name : R & R 11 kV, Solid Core Type HG Fuse Unit 0.00
Unit : Set of 3 Nos 0.00
Item Name : R & R11kV/433V, 25 kVA, 3 Phase, 50 Cys Distribution Transformer BEE - 5 Star Rated with Oil 0.00
Item Name : Releasing of PSCC Pole - 9 Mtr Long, 200 Kg WL 0.00
28 Item Code : Supervision charges 23430.6 1 No --- 23430.6 892.8 0.10
Item Name : 5 Percent Super vision Charges 0.00
Order Item Details Floor/Lift No. Base Rate Final Rate (Excluding GST) Quantity Net Amount (Excluding GST) Actions 80% 15%
1 Category : Vol - 1 -Chapter -I- Earth Work --- 95 99.75 1020 101745 816 0.42
Item Code : 1.12 0 0.00
Item Description : Mechanical Means - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth 0 0.00 E/W 5600.45
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00 GSB 799.20
2 Category : Vol - 1 -Chapter -I- Earth Work --- 474 497.7 1116 555433.2 892.8 2.31
Item Code : 1.8 0 0.00 WMM 910.00
Item Description : Manual Means - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
3 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 25 26.25 120 3150 48 38.4 0.01
Item Code : 16.8.b 0 0.00 PCC 666.21
Item Description : Surface Drains in Soil - Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. - Mechanical Means. Ref to MoRT&H : IRC - 307 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
4 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 517.65 1874.4 970283.16 1499.52 4.04
Item Code : 3.6 0 0.00
Item Description : Construction of Subgrade and Earthen Shoulders - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Ref to MoRT&H : IRC - 305 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
5 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2476.95 999 2474473.05 799.2 10.31
Item Code : 4.2.B.v 0 0.00
Item Description : Granular Sub-Base - By Mix in Place Method - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 - For Grading -V Material. Ref to MoRT&H : IRC - 401 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
6 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2686.95 1137.5 3056405.62 910 12.74
Item Code : 4.17 0 0.00
Item Description : Wet Mix Macadam (Plant Mix Method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
7 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 41 43.05 4550 195877.5 3640 0.82
Item Code : 5.1.A.i 0 0.00
Item Description : Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Ref to MoRT&H : IRC - 502 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
8 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 12 12.6 4550 57330 3640 0.24
Item Code : 5.32 0 0.00
Item Description : Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Ref to MoRT&H : IRC - 503 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
9 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 9449 9921.45 227.5 2257129.88 182 9.41
Item Code : 5.12.C 0 0.00
Item Description : Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Ref to MoRT&H : IRC - 505 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
10 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 10954 11501.7 136.5 1569982.05 109.2 6.54
Item Code : 5.16.B.C 0 0.00
Item Description : Bituminous Concrete Grading II for traffic <20 MSA - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Ref to MoRT&H : IRC - 507 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
11 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 9000 9450 1 9450 0.8 0.04
Item Code : 8.54 0 0.00
Item Description : Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc, having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. Ref to MoRT&H : IRC - MoRTH 804 0 0.00
Unit : No. 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
12 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 556.5 246.6 137232.9 197.28 0.57
Item Code : 8.15 0 0.00
Item Description : Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Ref to MoRT&H : IRC - 803 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
13 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 8995 9444.75 2.7 25500.82 2.16 0.11
Item Code : 8.7 0 0.00
Item Description : Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref to MoRT&H : IRC - 801 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
14 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 2889 3033.45 2 6066.9 1.6 0.03
Item Code : 8.16.ii 0 0.00
Item Description : Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - Ordinary kilometer stone (precast). Ref to MoRT&H : IRC - 805 0 0.00
Unit : each 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
15 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 3562 3740.1 4 14960.4 3.2 0.06
Item Code : 8.5.iv 0 0.00
Item Description : Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 60 cm equilateral triangle 0 0.00
Unit : each 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
16 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 365 383.25 252 96579 201.6 0.40
Item Code : 8.43 0 0.00
Item Description : Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Ref to MoRT&H : IRC - MoRTH 806 0 0.00
Unit : No. 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
17 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 1161 1219.05 1850 2255242.5 1480 9.40
Item Code : 6.8.2 0 0.00
Item Description : Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H : IRC - IRC SP 63:2018 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
18 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 2212 2322.6 22.5 52258.5 18 0.22
Item Code : 8.29.i 0 0.00
Item Description : Cable Duct Across the Road - Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. - Single row for one utility service 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
19 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 719 754.95 81 61150.95 64.8 0.25
Item Code : 2.8.ii.a 0 0.00
Item Description : Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead - Lime /Cement Concrete - By Mechanical Means - Cement Concrete Grade M-15 & M-20 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
20 Category : Vol - 1 -Chapter -I- Earth Work --- 102 107.1 2942.16 315105.34 2353.728 1.31
Item Code : 1.14.1 0 0.00
Item Description : Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
21 Category : Vol - 1 -Chapter -II- Concrete Works 0 5918 6213.9 181.2 1125958.68 144.96 4.69
Item Code : 2.1.3 0 0.00
Item Description : Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
22 Category : Vol - 1 -Chapter -II- Concrete Works 0 69749 73236.45 31.78 2327454.38 25.424 9.70
Item Code : 2.11.h 0 0.00
Item Description : Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures 0 0.00
Unit : t 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
23 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 8818.27 651.56 5745632 521.248 23.94
Item Code : 2.4.2 0 0.00
Item Description : Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes
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bid document kw-4 wi 31507.docx
Tender Document • 1.16 MB
government notification BC LOC letter to be issued by the Bank.pdf
Others - LOC • 1.73 MB
road specification.pdf
Technical Information / Worksheet • 1.52 MB
QUALIFICATION CRITERIA INO 31507.xlsx
Tender Document • 0.07 MB
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